4) Select the size of a timber joist with notched end as shown below. The notch is set at 1/3 of the joist depth. The load acting on the joist is 50 kg/m. The deflection limit is set at L/240.The joist is sitting on masonry wall with the width of 15 cm. Assume dense timber. Check all the limit states. 50 kg/ m H 2/3H 5 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4) Select the size of a timber joist with notched end as shown below. The notch is set
at 1/3 of the joist depth. The load acting on the joist is 50 kg/m. The deflection limit is
set at L/240.The joist is sitting on masonry wall with the width of 15 cm. Assume
dense timber. Check all the limit states.
50 kg/ m
H
2/3Н
5 m
Transcribed Image Text:4) Select the size of a timber joist with notched end as shown below. The notch is set at 1/3 of the joist depth. The load acting on the joist is 50 kg/m. The deflection limit is set at L/240.The joist is sitting on masonry wall with the width of 15 cm. Assume dense timber. Check all the limit states. 50 kg/ m H 2/3Н 5 m
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